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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 LAccepted-AOC | ₹2.0 L | 1 | Accepted-AOC LOWEST |
| 2 | 2₹2.1 LRejected-Finance | ₹2.1 L | 2 | Rejected-Finance HIGH |
| 3 | Rejected-Technical 673639 | MALAPPURAM | KERALA | 673639 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | RASHID KK L3 | ANVER MUNEER P L1 | MUJEEB RAHMAN L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 25.2 | cum | 11.12 ₹280.22 | 10.07 ₹253.76 | 11.11 ₹279.97 |
| 1.00 | OD475994/2025-2026:filling with quarymuklow laying and water logged area with local material/quarymuck spreading layrersleveling etc complete improving the CBR value of subgrade | 9 | cum | 709.15 ₹6,382.35 | 1,379.6 ₹12,416.40 | 708.21 ₹6,373.89 |
| 1.00 | OD475802/2025-2026:(OD modified data .4.1A.1)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification (i) For Grading I Material | 16.8 | cum | 2,279.21 ₹38,290.73 | 2,092.85 ₹35,159.88 | 2,276.18 ₹38,239.82 |
| 1.00 | OD479535/2025-2026:Modified 75.8.1- Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 25.2 | cum | 6,343.41 ₹1.6 L | 5,826.05 ₹1.5 L | 6,334.97 ₹1.6 L |
| 1.00 | OD479545/2025-2026:Providing and fixing Name board with polished marblestone of size800X600MM including letter cost and convayance and labourharge etc complete | 1 | each | 2,449.63 ₹2,449.63 | 2,050.78 ₹2,050.78 | 2,446.37 ₹2,446.37 |
Tender Value
₹2.8 L
EMD Value
₹6,899
Closing Date
17 Mar 2026, 3:00 pmClosed
AE LIDEW EDAVANNA GP
LSGD SECTION EDAVANNA GP
Annual Plan 2025-26 Edavanna GP Project no 127/26 Kurikkalpadi pothuvetti footpath-in ward 11General Civil Work
2026_LSGD_843519_10
TN7/25-26
Open Tender
Civil Works - Roads
EDAVANNA
Please refer Tender documents.
4 documents required · 4 mandatory
₹610
₹6,899
8 Jun 2026
6 Mar 2026
19 Mar 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD475994/2025-2026:filling with quarymuklow laying and water logged area with local material/quarymuck spreading layrersleveling etc complete improving the CBR value of subgrade
OD475802/2025-2026:(OD modified data .4.1A.1)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification (i) For Grading I Material
OD479535/2025-2026:Modified 75.8.1- Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD479545/2025-2026:Providing and fixing Name board with polished marblestone of size800X600MM including letter cost and convayance and labourharge etc complete
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